Integrated green building steel structure truss

By adopting a non-punched connection method in the steel structure truss and using mechanical structures to fix the structural steel, the problem of the influence of the mechanical characteristics of the steel drilling is solved, and the load-bearing capacity and stability of the steel structure truss are improved.

CN223017826UActive Publication Date: 2025-06-24TIANJIN QINGYU RUNZE CONSTRUCTION GROUP CO LTD
View PDF 0 Cites 1 Cited by

Patent Information

Application Number
CN202422024451.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-20
Publication Date
2025-06-24
Estimated Expiration
2034-08-20

AI Technical Summary

Technical Problem

Most steel structure truss devices require holes in the steel for fixation, resulting in changes in the mechanical properties of the steel and affecting the load-bearing capacity.

Method used

The non-hole-punched connection method is adopted to fix structural steel through mechanical structures, including support steel, fixing components, truss components, connecting components, base components and limiting components, ensuring that the mechanical characteristics of the steel are maintained.

Benefits of technology

It effectively avoids the impact of steel hole drilling on mechanical properties, and ensures the bearing capacity and stability of steel structure trusses.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223017826U_ABST
    Figure CN223017826U_ABST
Patent Text Reader

Abstract

The utility model relates to the technical field of steel structure trusses, in particular to an integrated green building steel structure truss, and aims to solve the technical problems that for most steel structure truss devices, cross beams are fixed by I-shaped steel or H-shaped steel, and the cross beams are connected and fixed by using threaded connecting pieces after steel is punched; punching of structural steel may change the mechanical property of the steel at the punched position, so that the bearing capacity of a steel structure truss is affected; according to the technical scheme, the integrated green building steel structure truss comprises a fixing assembly, a truss assembly, a connecting assembly, a base assembly and a limiting assembly; compared with a traditional steel structure truss device which needs to punch and fix structural steel and easily affects the mechanical property of the structural steel, the steel structure truss device has the advantages that the structural steel is fixed by using a mechanical structure in a mode of adding a connecting structure, punching of the steel is avoided, the mechanical property of the structural steel is guaranteed, and the service life of the steel structure truss device is prolonged. And the bearing capacity of the steel structure truss is guaranteed.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model relates to the technical field of steel structure trusses, in particular to an integrated green building steel structure truss. Background Technique

[0002] The steel structure truss is a common steel structure form, which is widely used in industrial and civil buildings, bridges, towers and other fields. It is usually composed of multiple planar trusses or space trusses, with good load-bearing capacity and high stability. The steel structure truss can form a single-layer or multi-layer structure system according to different design requirements and is suitable for the support structure of large-span and high-rise buildings. However, for most steel structure truss devices, I-beams or H-beams are used for the cross beams. For the fixation between the cross beams, it is necessary to drill holes in the steel and then use threaded connectors for connection and fixation. Drilling holes in the structural steel may change the mechanical properties of the steel at the drilling positions, thereby affecting the load-bearing capacity of the steel structure truss. Content of the Utility Model

[0003] In order to overcome the problems of most steel structure truss devices, where I-beams or H-beams are used for the cross beams, and for the fixation between the cross beams, it is necessary to drill holes in the steel and then use threaded connectors for connection and fixation. Drilling holes in the structural steel may change the mechanical effects of the steel at the drilling positions, thereby affecting the mechanical properties of the steel structure truss.

[0004] The technical solution of the utility model is: an integrated green building steel structure truss, including support steel, a fixing component, a truss component, a connecting component, a base component and a limiting component; a fixing component is arranged above the support steel, a truss component is arranged above the fixing component, a connecting component is arranged on one side of the truss component, a base component is arranged at the bottom of the support steel, and a limiting component is arranged above the base component.

[0005] Preferably, the truss structure is supported by the support steel, the truss structure and the support steel are fixed by the fixing component, the structural steel is connected without drilling holes by the connecting component, the device is fixed by the base component, and the support steel is fixed by the limiting component.

[0006] Preferably, the fixing component includes a first fixing seat, a second fixing seat and a fixing threaded connector; a first fixing seat is arranged above the support steel, a second fixing seat is arranged above the first fixing seat, and a fixing threaded connector is arranged inside the second fixing seat; the first fixing seat and the second fixing seat are fixed by the fixing threaded connector to fix the truss structure and the support steel.

[0007] Preferably, a limiting protrusion edge is arranged on the outer side of the first fixing seat, and the cross-section inside the limiting protrusion edge matches the cross-section of the second fixing seat; the docking of the first fixing seat and the second fixing seat is facilitated by the limiting protrusion edge to align the reserved hole positions.

[0008] Preferably, the truss assembly includes a crossbeam and a frame beam; a crossbeam is arranged above the second fixed seat, and a frame beam is arranged on one side of the crossbeam; the truss structure is formed by the crossbeam and the frame beam.

[0009] Preferably, the connecting assembly includes a first fixed block, a first connecting block, a second fixed block, a second connecting block and a connecting threaded connector; a first fixed block is provided on the inner side of the crossbeam, a first connecting block is provided on the outer side of the crossbeam, a second fixed block is provided on the inner side of the frame beam, a second connecting block is provided on the outer side of the frame beam, and a connecting threaded connector is provided on one side of the second connecting block; the crossbeam is fixed by the first fixed block and the first connecting block, the frame beam is fixed by the second fixed block and the second connecting block, and the various parts of the assembly are connected by connecting threaded connectors.

[0010] Preferably, the base assembly includes a pedestal seat, a base bolt and a base nut; a pedestal seat is provided at the bottom of the supporting steel, a base nut is provided above the pedestal seat, and a base bolt is provided at the bottom of the pedestal seat; the pedestal seat is fixed to the supporting steel by threaded connection between the base nut and the base bolt embedded in the foundation.

[0011] Preferably, the limiting assembly includes a limiting cylinder, a reinforcing rib and a limiting threaded connector; a limiting cylinder is arranged above the pedestal seat, a reinforcing rib is arranged on one side of the limiting cylinder, and a limiting threaded connector is arranged on one side of the limiting cylinder; the supporting steel is placed through the limiting cylinder, the limiting capacity of the limiting cylinder is strengthened by the reinforcing rib, and the limiting cylinder is fixed to the supporting steel by the limiting threaded connector.

[0012] Beneficial effects of the utility model:

[0013] 1. Compared with the traditional steel structure truss device, the cross beams use I-beams or H-steels. The fixation between the cross beams requires punching holes in the steel and then using threaded connectors to connect and fix them. Punching holes in the structural steel may change the mechanical properties of the steel at the punching point, thereby affecting the bearing capacity of the steel structure truss. This device uses a mechanical structure to fix the structural steel by adding a connection structure, avoiding punching holes in the steel, ensuring the mechanical properties of the structural steel, and ensuring the bearing capacity of the steel structure truss;

[0014] 2. When connecting structural steel, place two groups of first fixing blocks inside the inner sides of both sides of the cross beam, place two groups of first connecting blocks on the upper and lower sides of the cross beam respectively, connect and fix the first fixing blocks and the first connecting blocks through connecting threaded connectors, and fix the first connecting blocks and the first fixing blocks to the cross beam through friction. Place two groups of second fixing blocks inside the inner sides of both sides of the frame beam, place two groups of second connecting blocks on the upper and lower sides of the cross beam respectively, connect and fix the second fixing blocks and the second connecting blocks through connecting threaded connectors, and fix the second fixing blocks and the second connecting blocks to the cross beam through friction. Then connect the first connecting block and the second connecting block through a connecting threaded connector to connect and fix the cross beam and the frame beam, so as to solve the problem that most steel structure truss devices need to drill holes in the structural steel for fixation, which is likely to affect the mechanical properties of the structural steel.

[0015] 3. When installing the truss, the base bolts are firmly fixed in the foundation. Through the threaded connection between the base nuts and the base bolts, the bearing platform is fixed to the ground. Insert the support steel into the limiting cylinder. After drilling holes at appropriate positions on the support steel, fix the limiting cylinder and the support steel through limiting threaded connectors to restrict the movement of the support steel. The function of the support steel is to resist tensile and compressive forces, rather than the shear resistance of the cross beam and the frame beam, so the influence of drilling holes is relatively small. The reinforcing rib strengthens the limiting ability of the limiting cylinder. Finally, place the second fixing seat into the first fixing seat and fix the first fixing seat and the second fixing seat through fixing threaded connectors. The limiting protruding edge facilitates the docking of the first fixing seat and the second fixing seat to align the reserved hole positions. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 Shown is a three-dimensional structural schematic diagram of an integrated green building steel structure truss of the present utility model;

[0017] Figure 2 Shown is a three-dimensional structural schematic diagram of a fixing component of an integrated green building steel structure truss of the present utility model;

[0018] Figure 3 Shown is a three-dimensional structural schematic diagram of a connecting component of an integrated green building steel structure truss of the present utility model;

[0019] Figure 4 Shown is a three-dimensional structural schematic diagram of a base component of an integrated green building steel structure truss of the present utility model.

[0020] Description of reference numerals: 1, supporting steel; 2, fixing component; 3, truss component; 4, connecting component; 5, base component; 6, limiting component; 201, first fixing base; 202, second fixing base; 203, fixing threaded connector; 204, limiting flange; 301, cross beam; 302, frame beam; 401, first fixing block; 402, first connecting block; 403, second fixing block; 404, second connecting block; 405, connecting threaded connector; 501, bearing platform base; 502, base bolt; 503, base nut; 601, limiting cylinder; 602, reinforcing rib; 603, limiting threaded connector. Detailed implementation manners

[0021] The present utility model will be further described below in conjunction with the accompanying drawings and embodiments.

[0022] Please refer to Figure 1 , the present utility model provides an embodiment: an integrated green building steel structure truss, including a supporting steel 1, a fixing component 2, a truss component 3, a connecting component 4, a base component 5 and a limiting component 6; a fixing component 2 is arranged above the supporting steel 1, a truss component 3 is arranged above the fixing component 2, a connecting component 4 is arranged on one side of the truss component 3, a base component 5 is arranged at the bottom of the supporting steel 1, and a limiting component 6 is arranged above the base component 5.

[0023] Please refer to Figure 2 , in this embodiment, the fixing component 2 includes a first fixing base 201, a second fixing base 202 and a fixing threaded connector 203. A first fixing base 201 is arranged above the supporting steel 1, a second fixing base 202 is arranged above the first fixing base 201, and a fixing threaded connector 203 is arranged inside the second fixing base 202. The first fixing base 201 and the second fixing base 202 are fixed by the fixing threaded connector 203 to fix the truss structure and the supporting steel 1. A limiting flange 204 is arranged outside the first fixing base 201, and the inner cross section of the limiting flange 204 matches the cross section of the second fixing base 202. The docking of the first fixing base 201 and the second fixing base 202 is facilitated through the limiting flange 204 to align the reserved hole positions; the truss component 3 includes a cross beam 301 and a frame beam 302. A cross beam 301 is arranged above the second fixing base 202, and a frame beam 302 is arranged on one side of the cross beam 301. A truss structure is formed by the cross beam 301 and the frame beam 302.

[0024] Please refer to Figure 3, in this embodiment, the connecting component 4 includes a first fixing block 401, a first connecting block 402, a second fixing block 403, a second connecting block 404 and a connecting threaded connector 405; a first fixing block 401 is arranged inside the cross beam 301, a first connecting block 402 is arranged outside the cross beam 301, a second fixing block 403 is arranged inside the frame beam 302, a second connecting block 404 is arranged outside the frame beam 302, and a connecting threaded connector 405 is arranged on one side of the second connecting block 404; the cross beam 301 is fixed by the first fixing block 401 and the first connecting block 402, the frame beam 302 is fixed by the second fixing block 403 and the second connecting block 404, and each part of the component is connected by the connecting threaded connector 405.

[0025] Please refer to Figure 4 , in this embodiment, the base component 5 includes a bearing platform 501, a base bolt 502 and a base nut 503. A bearing platform 501 is arranged at the bottom of the support steel 1, a base nut 503 is arranged above the bearing platform 501, and a base bolt 502 is arranged at the bottom of the bearing platform 501. The bearing platform 501 is fixed and the support steel 1 is fixed through the threaded connection between the base nut 503 and the base bolt 502 embedded in the foundation; the limiting component 6 includes a limiting cylinder 601, a reinforcing rib 602 and a limiting threaded connector 603. A limiting cylinder 601 is arranged above the bearing platform 501, a reinforcing rib 602 is arranged on one side of the limiting cylinder 601, and a limiting threaded connector 603 is arranged on one side of the limiting cylinder 601. The support steel 1 is placed through the limiting cylinder 601, the limiting ability of the limiting cylinder 601 is enhanced through the reinforcing rib 602, and the limiting cylinder 601 is fixed to the support steel 1 through the limiting threaded connector 603.

[0026] When connecting the structural steel, place two groups of first fixing blocks 401 inside both sides of the cross beam 301, place two groups of first connecting blocks 402 on the upper and lower sides of the cross beam 301 respectively, connect and fix the first fixing block 401 and the first connecting block 402 through the connecting threaded connector 405, and fix the first connecting block 402 and the first fixing block 401 to the cross beam 301 through friction. Place two groups of second fixing blocks 403 inside both sides of the frame beam 302, place two groups of second connecting blocks 404 on the upper and lower sides of the cross beam 301 respectively, connect and fix the second fixing block 403 and the second connecting block 404 through the connecting threaded connector 405, and fix the second fixing block 403 and the second connecting block 404 to the cross beam 301 through friction. Then connect the first connecting block 402 and the second connecting block 404 through the connecting threaded connector 405 to connect and fix the cross beam 301 and the frame beam 302;

[0027] When installing the truss, the base bolts 502 are firmly fixed in the foundation. Through the threaded connection between the base nuts 503 and the base bolts 502, the bearing platform base 501 is fixed to the ground. The support steel 1 is inserted into the limiting cylinder 601. After drilling holes at appropriate positions on the support steel 1, the limiting cylinder 601 is fixed to the support steel 1 through the limiting threaded connecting piece 603 to restrict the movement of the support steel 1. The function of the support steel 1 is to resist tensile and compressive forces, rather than the shear resistance of the cross beam 301 and the frame beam 302. The influence of drilling holes is relatively small. The reinforcing rib 602 enhances the limiting ability of the limiting cylinder 601. Finally, the second fixing seat 202 is placed into the first fixing seat 201, and the first fixing seat 201 and the second fixing seat 202 are fixed through the fixing threaded connecting piece 203. The limiting protrusion edge 204 facilitates the docking of the first fixing seat 201 and the second fixing seat 202, aligning the reserved hole positions.

[0028] Through the above steps, the truss structure is supported by setting the support steel 1, the truss structure and the support steel 1 are fixed through the fixing assembly 2, the structural steel is connected without drilling holes through the connecting assembly 4, the device is fixed through the base assembly 5, and the support steel 1 is fixed through the limiting assembly 6.

[0029] The embodiments of the present utility model have been described in detail above in conjunction with the accompanying drawings. However, the present utility model is not limited to the above embodiments. Within the scope of knowledge possessed by those skilled in the art, various changes can be made without departing from the purpose of the present utility model.

Claims

1. An integrated green building steel structure truss, comprising supporting steel (1); characterized in that: It also includes a fixing component (2), a truss component (3), a connecting component (4), a base component (5) and a limiting component (6); the fixing component (2) is arranged above the supporting steel material (1), the truss component (3) is arranged above the fixing component (2), a connecting component (4) is arranged on one side of the truss component (3), the base component (5) is arranged at the bottom of the supporting steel material (1), and the limiting component (6) is arranged above the base component (5).

2. The integrated green building steel structure truss according to claim 1 is characterized by: The fixing assembly (2) comprises a first fixing seat (201), a second fixing seat (202) and a fixing threaded connector (203); the first fixing seat (201) is arranged above the supporting steel material (1), the second fixing seat (202) is arranged above the first fixing seat (201), and the fixing threaded connector (203) is arranged on the inner side of the second fixing seat (202).

3. The integrated green building steel structure truss according to claim 1, characterized in that: A limiting protrusion (204) is arranged on the outer side of the first fixing seat (201), and the inner cross section of the limiting protrusion (204) matches the cross section of the second fixing seat (202).

4. The integrated green building steel structure truss according to claim 2, characterized in that: The truss assembly (3) comprises a crossbeam (301) and a frame beam (302); the crossbeam (301) is arranged above the second fixing seat (202), and the frame beam (302) is arranged on one side of the crossbeam (301).

5. The integrated green building steel structure truss according to claim 4 is characterized by: The connection assembly (4) comprises a first fixing block (401), a first connecting block (402), a second fixing block (403), a second connecting block (404) and a connecting threaded connector (405); the first fixing block (401) is arranged on the inner side of the cross beam (301), the first connecting block (402) is arranged on the outer side of the cross beam (301), the second fixing block (403) is arranged on the inner side of the frame beam (302), the second connecting block (404) is arranged on the outer side of the frame beam (302), and a connecting threaded connector (405) is arranged on one side of the second connecting block (404).

6. The integrated green building steel structure truss according to claim 4, characterized in that: The base assembly (5) comprises a pedestal seat (501), a base bolt (502) and a base nut (503); the pedestal seat (501) is arranged at the bottom of the supporting steel (1), the base nut (503) is arranged above the pedestal seat (501), and the base bolt (502) is arranged at the bottom of the pedestal seat (501).

7. The integrated green building steel structure truss according to claim 6, characterized in that: The limiting assembly (6) comprises a limiting cylinder (601), a reinforcing rib (602) and a limiting threaded connector (603); the limiting cylinder (601) is arranged above the pedestal seat (501), a reinforcing rib (602) is arranged on one side of the limiting cylinder (601), and a limiting threaded connector (603) is arranged on one side of the limiting cylinder (601).

Citation Information

Cited By

  • Integrated green building steel structure truss

    CN224363436U